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KADĚROVÁ, J.; ELIÁŠ, J.; VOŘECHOVSKÝ, M.
Original Title
The Influence of Autocorrelation Length of Random Strength in Stochastic Discrete Simulations
English Title
Type
Abstract
Original Abstract
The contribution studies an influence of the autocorrelation length of a random field of local tensile strength and fracture energy on the fracture process zone in concrete beams. Experimentally obtained data on bending of concrete specimens of four different sizes with and without notch were simulated by discrete lattice-particle model enhanced by stochastic extension. The simulations reveal an interesting and clear dependence of the peak load on the autocorrelation length in terms of the mean value and also variability. For example, when the autocorrelation length in unnotched specimens equals roughly the fracture process zone size, the average specimen strength is significantly reduced.
English abstract
Keywords
Concrete, lattice–particle model, random field, bending, autocorrelation length.
Key words in English
Authors
RIV year
2016
Released
11.05.2015
Publisher
ITAM AS
Location
Praha, ČR
ISBN
978-80-86246-42-0
Book
Engineering Mechanics 2015
1805-8248
Periodical
Engineering Mechanics
Volume
2015
State
Czech Republic
Pages from
132
Pages to
133
Pages count
2
BibTex
@misc{BUT114534, author="Jana {Kaděrová} and Jan {Eliáš} and Miroslav {Vořechovský}", title="The Influence of Autocorrelation Length of Random Strength in Stochastic Discrete Simulations", booktitle="Engineering Mechanics 2015", year="2015", journal="Engineering Mechanics", volume="2015", pages="132--133", publisher="ITAM AS", address="Praha, ČR", isbn="978-80-86246-42-0", issn="1805-8248", note="Abstract" }